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HomeMy WebLinkAbout31592-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31858 THIS CERTIFIES that the building ACCESSORY Date: 09/26/06 Location of Property: 750 MAPLE LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 64 Block 1 Lot 22 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 7, 2005 pursuant to which Building Permit No. 31592-Z dated NOVEMBER 10, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to NIRRENGARTEN TRUST (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 3004945 09/08/06 N/A l 1 A ho ze ignature 7�5- �&ol Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets; and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: �� Old or Pre-existing Building: (check one) Location of Property: �s'G N%/��� Ic c) 0TH/ O l� House No. Street Hamlet Owner or Owners of Property:,&a1�%VI Rj R F AlaA I? /; Al Suffolk County Tai Map No 1000, Section 6 `� Block [O d p ( Lot O .Z oZ Subdivision Filed Map. Lot: Permit No. 3 /S?4 Date of Permit. /v OS Applicant: Health Dept, Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ C-1 Applicant y Applicant Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by BRIAN BROOKS ELEC. INC. BOX 1001, 455 BEEBE DR CUTCHOGUE, NY 11935, Located at 750 MAPLE LANE SOUTHOLD, NY 11971 Application Number: 3004945 Section: Block: Lot: ALBERT NIRRENGARTEN P.O. BOX -883 SOUTHOLD. NY 11971 Certificate Number: 3004945 Building Permit: 31592 BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Detached Garage, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 8th Day of September, 2006. Name OTY Rate Rating Circuit Type Alarm and Emergency Equipment Generator Portable Connection I 0 30 amp Wiring and Devices Outlet 3 0 Fixture Fixture 3 0 Incandescent Outlet 4 0 General Purpose Receptacle 2 0 General Purpose Switch 3 0 General Purpose Receptacle 1 0 GFCI seal I of I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31592 Z Permission is hereby granted to: NIRRENGARTEN PO BOX 883 Date NOVEMBER 10, 2005 SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REOUIRED REAR YARD AS APPLIED FOR at premises located at 750 MAPLE LA County Tax Map No. 473889 Section 064 pursuant to application dated NOVEMBER 7 Building Inspector to expire on MAY Fee $ O&BE-141 SOUTHOLD Block 0001 Lot No. 022 2005 and approved by the 191�46I61I1 ��?- AuthCrized Signature ORIGINAL Rev. 5/8/02 5'�! )-27 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: X44 . 4�a DATE // O� INSPECTOR 3 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [xJ FRAMING [ ] FIREPLACE A CHIMNEY REMARKS: 70outimmimawm- - [ ] INSULATION [ ] FINAL DATE a a - INSPECTOR r TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE � INSPECTOR 1 FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) -------------------------------------- U� � H FOUNDATION (2ND) z ROUGH FRAMING & PLUMBING G y INSULATION PER N. Y. STATE ENERGY CODE v «3 FINAL V Z ADDITIONAL COMMENTS O Z m a Jo z �x d b y TOWN -OF SOUTHOLD BUILDING)DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 _ www. northfork.net/Southold/ PERMIT NO. ie,27� Approveddb ,200�' Disapproved a/c Expiration ! a , 2007 !:1 NOY 72005 L J k BUILDING PERMIT APPLICATION CHECKLIST i� Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Septic N.Y.S Contact: Mail to: Py d (t i S E, 'Fg f -ox N% , iis9 0 to .79 APPLICATION FOR BUILDING PERMIT Date 11101 20 ol' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to t authorized inspectors on premises and in building for necessary inspections. or name, tf a corporation) 6c," 5 6 L/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder u F 4t- 420"-r2 AC. Name of owner of premises R E u xA K I EAS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. 31135-N Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wjll be done: House Number County Tax Map No. 1000 Subdivision (Name) Filed Map No. Hamlet Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed const vction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building �4 Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost I 1� 60 a Fee 7 exp (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Height 4 W—Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front a - Rear Depth Height / 5' Number of Stories 1 9. Size of lot: Front Rear Depth 10. Date of Purchase M �y , Z0D4 Name of Former Owner T�N ¢ Lac' TRp 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO -4 13. Will lot be re -graded? YES NO X Will excess fill be removed from premises? YES X— NO 14. Names of Owner of Name of Architect _ Name of Contractor No. No G's/ .5fr.3 ['36 99 No. "1L ?Yo 26?7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__)K_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) M t C kA e u being duly sworn, deposes and says that (s)he is the applicant (Name of individual s1tiing contract) above named, (S)He is the Coe -rkA c-rok (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of _ 20_� PATRICIA CORWIN Notary Public, State of New York No.01C05017852 Qualified in Suffolk County C ' Commission Expires Sept t3,l/ 0 f^ Owner TVDe Primary T` Search Results - lase... Inbox - Microsoft Out... C RPS ~Version 4 - [Own... Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 September 18th, 2006 A.Nirrengarten P.O. Box 883 Southold, N.Y. 11971 Re: 750 Maple Lane TO WHOM IT MAY CONCERN: BUILDING DEPARTMENT TOWN OF SOUTHOLD Fax (631) 765-9502 Telephone (631) 765-1802 We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not one file. (Enclosed) / No Electrical Underwriters Certificate on file. V The check is (not on file) $25.00 Returned outdated No Health Department approval on file. No final inspection has been completed. No Plumber Solder Certificate on file. (All permits involving plumbing issued after 4/1/84) Final Town Trustee Approval BUILDING PERMIT: 31592-Z Thank you for your cooperation. SOUTHOLD TOWN BUILDING DEPT. TOWN OF SOUTHOLD BUILDING DEPr2TMENT TOWN HALL, ' � SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. J/ �J Z—� Examined( f� , 2 Approved / a ,2005' Disapproved a/c Expiration h , 2007 NOY 72005 Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Check Septic Form N.Y.S.D.E.C. Trustees_ Contact: Mail to: Pv 1(% f s � " q g 561/ "e5r/J(,7 -PI,ane: N% //s9 D sic-P-yo-aG79 APPLICATION FOR BUILDING PERMIT �r Date o , 20 o 5r INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to tt authorized inspectors on premises and in building for necessary inspections. or name, rf a corporation) box 5 6--/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder tr Com -i-2 AL T R Name of owner of premises s R R E 1J 6A K TEA) (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 3 11 3 5 – N Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wyll be done: House Number County Tax Map No. 1000 Section Block Subdivision y Filed Map (Name) Hamlet Lot Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed consltuction: a. Existing use and occupancy 11 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost '�'A 00 O Fee 7 '�d (Description) (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. W Dimensions of existing structures, if any: Front Rear Height WNumber of Stories Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ak �i Rear epth Height is,, Number of Stories 1 9. Size of lot: Front Rear Depth 10. Date of Purchase M py . Z O Vq Name of Former Owner TkN ¢ � Ur -T& p 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO -4 13. Will lot be re -graded? YES NO )(Will excess fill be removed from premises? YESX NO �O 14. Names of Owner of premises jl RRe-N 9A i��dAddress �0 M� % 4 hone No. -7l s Name of Architect— hR 2ti ncKAddress /� Teti rrwre retic Phone No C 3 / 16P 99.3 Name of Contractor 9TtOF Address Pp, BoxsLy Phone No. 2697 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_�_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey STATE OF NEW YORK) SS: COUNTY OF ) M 1 C kA e t_ PU I(' E5 g being duly sworn, deposes and says that (s)he is the applicant (Name of individual s ng contract) above named, (S)He is the Car rR�n (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of Public ;rr- r*m x- e . 20-0-4 PATRICIA coawlN Notary Public, Stake of New York !ti No.01C0501785_ +Jl Qualified in Suffolk County Commission Expires Sept. 13, 1-00f 4 0 1n 11/07/2005 11:c'O 6313689043 CHERNACK PAGE 02 01/22/2884 09:40 6317347955 HAM REALTY PAGE 02 w OWNs•u .Pv. JOHN 4. L U C Y T p YO"2 AVE. MrOEII daVr*'T ICUamm p>p Sourpm.D.N.Y. 1197! LTJLOLM a >R g, D. s>Q. AMA,40.OW aq.rrr. 6MA�•:ii1�•IAp•a0 wets r Wr►1 /F,;%t•o for Rus 11••ti•1 baps be D"13. •et•d by Nis wt fw a e. w►eils • 21� GvIL\vIN fvleanT} dompat iWe 4 �; OrTiws L N a ••i' I W ri .ox«° .a•LI. Jul il* 8 1� tv MWIAk•aN Or Mlwq �.. i`• IIPfxM-u� PMl ` �k `l00 . /6'7oSb�W. s�eV•"n.• . x••ns� 3T 1� !i.W wa,...r.., 4 tlr'u� ' •.. r,r ..i ' •wr 'r y x. u11 MS Nxi.•� r �..r• MAP < F'movse'ry AT •Juw,y1J Da•. A,19Ti .SoUTHOLG Pmowe VAN TOT•. P. a 5LJ4rF"Y)1_K G'.ouPrtY'N Y. �+ 11 ,s. NxP u s' sun. e0 OOT 4 NtAITN •IaaT PON=+V Go �p1dAlYaS�eN CNLT S. VWX T°ATM =U1 y' d"AOt • O•TM olq•L IT11:011 u now. DIpm TYiL OM1 M TNO 1'!-'•� T!^- ye N.1. Mr. NO.: ..��� /MNOM1Cf or a1M as". ✓•^.. yr "CAW". mv.9 L ToN APPNO%Pt= , i. 11 L-------------- J REAR ELEVATION 114"= 1'_0" FRONT ELEVATION 1,4" = P-0" �A ROOF CONSTRUCTION -NEW 5 PART ASPHALT OR FIBERGLASS ROOF SHINGLE SYSTEM INSTALL CLASSIFIED ROOFING AS REQUIRED BY PROPERTY LINE DISTANCE OR MANDATED BY ORDINANCE OR LAW, TYPICAL -308 BUILDING FELT -}" EXTERIRO GRADE PLYWOOD -2X8 ROOF RAFTERS @ I G" O/C -2x4 COLLAR TIES @ 48" O/C -INSTALL APPROVED METAL "TIE DOWN" ANCHOR FROM EACH RAFTEP END TO DOUBLE PLATE OF WALL5, TYPICAL -INSTALL CONTINUOUS RIDGE VENT. 4 L'I I•\ C •\ -VINYL SIDING -HOUSE WRAP FYVEC OR EQUAL) - 112" EXTERIOR GRADE PLYWOOD -2x4 STUDS @ I G" o/c WITH DOUBLE TOP PLATE -2-2x4 TREATED SILL PLATES ON CONTINUOUS COPPER TERMITE SHEILD -I/2" DIAMETER ANCHOR 50LT5 @ 36" o/c MAXIMUM (1) AT 12" o/c MAXIMUM FROM EACH CORNER. © FOUNDATION WALL CON5TRUCTION -1 O" MINIMUM CAST IN PLACE CONCRETE TRENCH WALU FOOTING, AT -3'-0" MINIMUM BELOW GRADE. -5" CONCRETE SLAB WITH Gx6 X 1 0-10 W, W.M. OVER CLEAN COMPACT FILL. -ALL TRENCH FOOTINGS, WHERE PERMITTED 8Y LOCAL BUILDING DEPARTMENTS ARE TO SUPPORT ONE STORY STRUCTURES ONLY. L-------------- J 24'-0" 4 i 2 k 8 ROOf RAFTER$ A 16' O/C T 5 ECT I O N AA 114' 2y 12 HEADER X 3. o�R O iv PR_OP_OSED r-lARA(IF JEW "SHEAR WALL" CONSTRUCTION AT FRONT CORNER WALLS- TO ALL CODE REQUIREMENTS, TYPICAL . ZOINSTALL DOUBLE JACK STUDS AT ALL HEADER POSTS O NEW 2 X 4 STUD WALLS AT I G' O/C WITH ONE ROW SOLID "CATS" AT MID SPAN \17i NEW EXTERIOR DOOR PROVIDE 2 - 2X8 HEADER OVER ANY WINDOW OR DOOR (U.O N ) 5O. NEW TPU55 HIP ROOF ABOVE ©INSTALL 3- 2X4 POSTS MIN. AT GARAGE DOOR HEADERS, TYPICAL. FOUNDATION NOTES (. NEW 10" MINIMUM CONCRETE TRENCH FOOTING PITCH/5WALE GRADE AWAY FROM NEW GARAGE AS REQUIRED, VERIFY IN FIELD 3O NEW 5" CONCRETE SLAB WITH G XG N 10 - 10 W.W.M. ON CLEAN COMPACT SAND k GRAVEL. 2X 6 ROOF RAFTERS Q 16' O/C6 ROOF RAFTR5 Q 16' O/C 0 3G" X 45' N D.H. N 24'-0" FLOOR PLAN I/4" 57G 5.F. GARAGE N ELEVATION N07E5 I❑. CONTINUOUS ROOF VENT, 2❑. NEW ROOF SHINGLES, TYPICAL. 3❑. NEW VINYL SIDING, TYPICAL, CONTINUOUS ALUMINUM GUTTER AND LEADER SYSTEM, AS REQUIRED. 5. 1 X 2 ON I X G RAKE BOARD, ALL WITH CONTINUOUS ALUMINUM COIL STOCK WRAP, TYPICAL. (N.A.) NEW GARAGE DUOR, COORDINATE TYPE AND STYLE WITH OWNERS. ❑' CONTINUOUS VENTED VINYL SOFFIT PANELS ALL FINISHED AND DETAILS COORDINATE WITH IOWNER5, TYPICAL. NEW EXTERIOR LIGHT L- - - - - - - -- - - - - - -L LEFT 51 DE ELEVATION 1,4" 24'-O" To 6F70M DOOR C'X]'OH PWF _-- 2'-8" 8'-0" 2'-8" L8'-0" 2'-8" 24'-0" FLOOR PLAN I/4" 57G 5.F. GARAGE N ELEVATION N07E5 I❑. CONTINUOUS ROOF VENT, 2❑. NEW ROOF SHINGLES, TYPICAL. 3❑. NEW VINYL SIDING, TYPICAL, CONTINUOUS ALUMINUM GUTTER AND LEADER SYSTEM, AS REQUIRED. 5. 1 X 2 ON I X G RAKE BOARD, ALL WITH CONTINUOUS ALUMINUM COIL STOCK WRAP, TYPICAL. (N.A.) NEW GARAGE DUOR, COORDINATE TYPE AND STYLE WITH OWNERS. ❑' CONTINUOUS VENTED VINYL SOFFIT PANELS ALL FINISHED AND DETAILS COORDINATE WITH IOWNER5, TYPICAL. NEW EXTERIOR LIGHT L- - - - - - - -- - - - - - -L LEFT 51 DE ELEVATION 1,4" 24'-O" To NAIL � r� SLAB ON GRADE O CON T 'A.AALL THF CODES a I., FIND „' 1 �.I RETAIN ST E PURSUANT'', OF THE TO " A I DATE: I'!'TIFY S 1: _r. v I ' 1. FOUIlDhi, FOR PO' - 2. ROUGH r- O 3. INSULA I IUI I 4 FINAL cc 1 24'0" FOU N ��ATION T CONNF REQUEREL, cTION SHALL I TSOFT E uRK STATE. § TITERS Cf IEQUIRE[� 4 WATER RUNG I SECTION 4g_TOC ODE. - T'd. HEOUITiED C'C'W RETE AMINO, c PLUMBING ISTRUCTION MUST BEC 'E FOR C.O. ACI_ CONSTR ,TION SHALL MEET THE REOUIREMFNTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 'HOLT CERTIFICATE GENERAL GARAGE NOTES IT 15 THE INTENTION OF THE DRAWING(5) TO PROVIDE FOR A DETACHED GARAGE ADDITION TO A RESIDENCE, INCLUDING EVERY ITEM SHOWN OR REASONABLY IMPLIED OR REQUIRED TO COMPLETE THI5 WORK, ALL CONSTRUCTION SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING CODE OF THE STATE OF NEW YORK STATE, N.Y.5. ENERGY CONSERVATION CONSTRUCTION CODE AND ALL OTHER AGENCIES HAVING JURISDICTION OVER THE WORK FOR THE PROJECT THI5 SHALL NOT BE CONSTRUED TO MEAN THAT ANY REOUIREMENT5 SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT 5PECIFICALLY REQUIRED BY CODE. THE CONTRACTOR(f) SHALL BE HELD TO HAVE VI5ITED THE 517E 50 THAT HE MAY DETERMINE THE DIFFICULTIES HE MAY ENCOUNTFP DURING CONSTRUCTION CONTRACTOR(S) SHALL FIELD VERIFY ALL CONDITIONS COVERING OR, EFFECTING THE STRUCTURAL WORK, OBTAIN ALL DIMEN510N5 TO INSURE THE PROPER STRENGTH, FIT, AND LOCATION OF THE STRUCTURAL WORK. DO NOT SCALE THESE DRAWINGS. UTILIZE FIELD DIMENSIONS IN COORDINAHON WIHl PLAN DIMENSIONS. CONTRACTOR(5) SHALL PROVIDE ALL NECESSARY SUPPORT, BRACING, SHORING ETC, (TEMPORARY OR PERMANENET) AS REQUIRED FOR THE SAFE AND PROPER CONSTRUCTION OF THIS POJECr, IF, IN THE COURSE OF CONSTRUCTION A CONDITION EXIAT5 WHICH DISAGREES WITHTHAT INDICATED ON THESE PLANS. THE CONTRACTOR(5) SHALL STOP WORK, HE SHALL A55UME ALL RE5PON5ABILITY AND LIABILITY ARISING THERE FROM THE CONTRACTOR(S) SHALL OBTAIN AND PAY FOR ALL REQUIRED TESTS, PERMITS, SURVEYS AND REPORTS ETC. AS REQUIRED, ALL STORM WATER FROM ROOF TO BE DISPOSED OF IN THE PROPER MANNER AS REQUIRED BY LOCAL CODES, ALL MATERIALS INCORPERATED IN THE WORK SHALL BE NEW. EXCEPT AS NOTED, ALL MATERIALS TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. THE CONTRACTOR(5) SHALL MAKE ARRANGMENTS WITH THE OWNER TO DESIGN, PROVIDE AND INSTALL ALL SITE WORK AND IMPROVMENT5, AND ALL MATERIALS AND FINISHES WHICH ARF NOT OTHERWISE INDICATED ON THE DRAWINGS, AND AS REQUIRED BY APPLICABLE CODES AND THE OWNERS REQUIREMENTS SOIL BEARING CAPACITY ASSUMED AT 2 TONS/ 5.F ALL FOOTINGS TO REST ON VIRGIN SOIL. ALL CONCRETE SHALL BE 2,500 P.5.1, MINIMUM AFTER 28 DAYS ALL STEEL TO BE DOMESTIC A5TM A36 PAINTED, r5-24,000 P 5 1, ALL LUMBER SHALL BE DOUGLAS FIR, HEM FIR, OR WESTERN HEMLOCK, 51ZE AND SPACING AS PER PLANS, F5-950 MINUMUM, ALL LUMBER, AND PLYWOOD SHALL BE GRADE STAMPED, NO RE5PON5A3IUTES ARE A55UMED FOR THE POSSIBLE EX15TANCE Of ANY 5UB-5URFACE UTILITIES OR CONDITIONS NOT SHOWN HEREIN, NO WARRENTY 15 MADE TO THE ACCURACY OF ANY CONDITIONS OR UTILITY LINES SHOWN ON THE PLAN5. BY ACCEPTANCE AND OR USE OF THESE DOCUMENTS AND PLANS, THE USER AGREES TO INDEMNIFY, HOLD HARMLESS, AND TO PROVIDE UEfENEE ON BEHALF OF THE ^FFCHITECT. HIS AGENTS, OR EMPLOYEES FROM ANY AND ALL CLAIMS AND LII IGATION WHICH MAY RESULT FROM THE USE THEREOF. THE ARCHITECT A55UME5 NO RE5PON5A5ILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTION5 AND PROGRAMS IN CONNECTION WITH THE WORK. THE ARCHITECT HAS NOT BEEN RETAINED FOR 517E SUPERVISION, INSPECTION rjR ADMINISTRATION FOR THIS PROJECT. ROop LER Jo CWLSINIIVACK AIRCH, RF 7, RCC, RESIDENTIAL 12 FENIMORE LANE HHNTINGrON, N.Y 11743 COMMERCIAL 631-368--4991 INDLJ5TRIAI_ PROPOSED DETACHED GARAGE AT : NIRRENGARTEN RESIDENCE 750 MAPLE 5TREET 50UTH HOLD, N.Y. GARAGE PLANS A11 I DRAWING NO. A 2 VN OF 2 n 6 GROUI SNOW O I LOAD TRUSS/RAFTER TO TOP PLATE WHERE RAFTER S AND N STUDS DO NOT ALIGN (USE WITH TYPICAL RAFTER TO TOP DETAIL 2). ALT:H7 PLATE /STUD 7 51MF50N H7 OR EQUAL CONNECTOR AT EACH 5TUD/PLATEJRA7TER. NAILING A5 PER MANUFACTURERS SPECIFICATIONS, TYPICAL. 2 USE ONLY WHERE STUDS AND RAFTERS DO NOT ALIGN. STUD TO TOP PLATE 5fMP50N H8 CONNECTOR AT EACH STUD U5E WITH 3 INSTALL STRAPPING AT CRIPPLE STUDS AND ALL JACK AND KING STUDS HEADER TO STUD 51MPSON 8" HEADER L5TA 1 2 10" HEADER LSTA 18 1 211 HEADER LSTA 21 O I•Y STO UDS, MINIMUM FLOOR TO FLOOR 51MP50N M51 -A 36 STRAP OR BETTER, TIE AT EACH STUD, ALTERNATE: CS 16 GA. COIL. 3611 MINIMUM. O 12" MINIMUM BEARING ONTO STUD. STUD TO RIM JOIST 5IMP50N L5TA 36 OR BETTER. STRAP AT EACH STUD, WRAP UNDER MUD SILL , AND NAIL, ALT. C5 16 GA. COIL, 3011 MINIMUM. RAFTE 12' MINIMUM WHERE RAFTER AND 5TUD5 BEARING ONTO DO NOT ALIGN (USE WITH 5TIJD DETAIL 2). 51MF50N 12.5 AT EACH RAFTER. U5E H8 STUD TO BOTTOM PLATE A5 REQUIRED BY LOADS, SLAB ON GRADE 51MP50N LOCATION, ETC.. TYPICAL. L5TA36. STRAP AT EACH (ALTOCUBLE H2.5),TYPICAL STUD, WRAP UNDER MUD SILL AND NAIL. I O 2" MINIMUM .. FIRST FLOOR CORNER POST HOLDODWN RAFTER TO RIDGE 51MP50N HTT22 SHEAR 51MP50N L5TA3C, CS 20 WALL HOLD DOWN AS GA. COIL, AT EACH RAFTER REQUIRED BY LOADS, 28" MINIMUM. LOCATION, ETC., TYPICAL. NOTE: INSTALL ALL ANCHORS, CONNECTORS, STRAPPING AND NAILING TO ALL CODE REQUIREMENTS, TYPICAL. 45 P5F AND GEOGRAPHIC D SUBJECT TO DAMAGE FROM WIND 15EI5MIC SPEED DESIGN (MPH) CATEGORY WEATHERING FRONT LINE TERMITE DECAY DEPTH 10 SUFFOLK MODS FATE [MODE IRA XP. B NASSAU D SERVERS 3'-0" TO HEAVY VORST 8301 2.2 K3 .I INTERNAL PRE55URE WINDOWS IN 6UIDUNGS MATED IN WIND"BORI4P DEBRIS REGIONS SHALL HAVE GLAZED OHEING FROUCTED FROM WIND BORNE DEUR15 OR THE BUILDING SPALL BF DESIGNED AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE GLAZED OPENING PROTECTION FOR WIND-BORNE MUR15 5HALL MEET THE REQUIRMENTS OF THE LARGE MISSILE TEST OF A57M E 1996 AND OF A5TM E 1586 REFEREI4,21D THEREIN N WOOD STRUCTURAL PANEL5 WITH A MINIMUM THICKNESS OF ? (1 1, 1 MM) AND A MAXIMUM SPAN OF 8 PEET 12438 MM) SHALL BE PERMITTED FOR OFFING PROTECTION IN ONE AND TWO STORY 13UILDING5, PANELS SHALL BE PRE-CUT TO COVER THE GLAZED OPENING WITH ATTACHMENT HARDWARE PROVIDED IN ACCORDANCE WITP TABLE R310 2 1 2 OR 5HALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUIDLING CODE OF NEW YORK STATE, FROM ROOF EDGE TO 2'-0" MIN. UP FROM INSIDE INSTALL ICE AND WATER SHIELD MEMBRANE PROPOSED LIVING SPACE WRAF AND NAIL STRAP I FROM UNDER MUD SILL. CRAWL SPACE/ CELLAR MR191111210 �_1 WINTER ICE SHIELD FLOOD DE51GN UNDERLAYMENT HAZARD TEMPERATURE I REQUIRED 1 10 SUFFOLK, I AS PER 130NA55AU YES FEMA I q" X 20 GAGE STEEL STRAP EVERY RAFTER. ALTERNATE:2XG COLLAR TIE " 5 6 O/C MAXIMUM MAY BE SUBSTITUTED FOR RIDGE CONNECTORS, IF PERMITTED BY LOCAL AUTHORITIES, TYPICAL, ASPHALT ROOF SHINGLES 2 CDX PLYWOOD OVER 3015 FELT PAPER RAFTERS (SEE PLANS FOR SIZES) R-19 MINIMUM INSULATION (SEE PLANS) PROVIDE A MINIMUM 2" SPACE FOR VENTILATION OF INSULATION CEILING JOISTS (SEE PLANS FOR SIZES) z"GYPSUM WALL BOARD,TAPED RAFTERS TO TOP PLATE SIMPSON STRONG TIE HURRICANE H7 OR EQUAL PLACED AT EACH RAFTER TO TOP PLATE TO STUD WHERE STUDS AND RAFTERS ALIGN TOP PLATE TO STUDS SIMPSON STRONG TIE HURRICANE H8 OR EQUAL PLACED EACH STUD WHERE RAFTER AND STUDS ARE NOT IN ALIGNMENT, GNMENT ON LY (FIRESTOPFING AS PER CODE) "XG" MINIMUM PVC OR WOOD FASCIA BOARD AS SELECTED BY OWNERS CONTINUOUS ALUMINUM SEAMLESS GUTTER AND LEADER SYSTEM CONTINUOUS VENTED SOFFIT PANEL, AS WALL CONSTRUCTION VINYL SIDING (SEE PLANS) z' FOAM BOARD (IF APPLICABLE) TYNI VAPOR BARRIER OR EQUAL -" 2 CDX PLYWOOD R-13 MINIMUM INSULATION (SEE PLANS) WOOD STUDS @ I G" O/C (SEE PLANS FOR SIZES) 2" GYPSUM WALL BOARD FLOOR CONSTRUCTION 4" TOUNGE AND GROOVE PLYWOOD 5U5 -FLOOR (FINISH AS PER OWNER) FLOOR JOISTS @ I G" O/C (SEE PLANS) SIMPSON STRONG TIE L5TA 3G PLACED FROM EACH STUD TO UNDER SILL PLATES, APPROVED (SEE STANDARD CONNECTOR DETAIL #8) (2)2X(S TREATED SILL PLATE STAN DAR WALL CRAWL / CELLAR SPACE -jlCONTINUOUS (2) #4 REINFORCING BARS MINIMUM IN BOTTOM OF FOOTING, 3" MINIMUM SCREED COAT OF CONCRETE (5" SLAB AT CELLAR WITH GXG # 10- 10 W M) 4 MIL. MINIMUM VAPOR BAP.eIER. (G MIL MINIMUM AT CELLAR) TIE DETAIL SCHEMATIC DIAGRAM ONLY - SEE SECTION AND/OR DETAILS CONTINUOUS LOAD PATI! DE51GN DETAILS N.T.S. GENERAL NOTES AND SPECIFICATIONS I ARCHITECT AND/OR HIS ENGINEER OR ASSISTANTS ARE NOT HIRED FOR SUPERVISION, OBSERVATIONS. IN:,LECTION, OR ADMINISTRATION OF THI5 CONSTRUCTION PROJECT IN ANY CAPACITY 2 DO NOT SCALE DRAWING5, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO COMMENCING CONSTRUCTION AND PRIOR TO ORDERING MATERIALS (CONTRACTORS' SITE VISIT 15 MANDATORY) ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT PRIOR TO PROCEEDING WITH WORK, 3 ARCHITECT NOT RESPONSIBLE FOP ANY CHANGES MADE WITHOUT PRIOR WRITTEN NOTIFICATION. 4 CONTRACTOR TO VI RIFT' THE ADEQUECY OF THE EXISTING ELECTRIC POWER FOR, THE INTENDED NEW U5E AND PROVIDE PRICE FOR ADDITIONAL POWER. IF IT 15 FOUND TO BE NECESSARY TO COMPLETER THE REOI IIRED WORK 5 DESIGN CRITERIA- THESE DOCUMENTS HAVE BEEN DESIGNED TO BE IN ACCORDANCE WITH THE AMERICA FOREST 4 PAPER ASSOCIATION (AF t PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE t TWO FAMILY M L DWELL INGS(WF M7 1995 SBC HIGH WIND EDITION, G, CONTRACTOR SHALL VERIFY ALL CONDITION5(EXI5TING AND NEW) COVERING OR AFFECTING THE STRUCTURAL WORK„ OBTAIN ALL DIMENSIONS TO ENSURE THE PROPER STRENGTH, FIT, AND LOCATION OF THE 5T RUCTURAL WORK, REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OF PREVENT THE PROPER EXECUTION AND COMPLETION OF WORK, NOTIFY ARCHITECT OF ALL CHANGES, IN WRITING 7 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS REQUIRED FOR ESTIMATING SITE VISIT MANDATORY) 8 IN ACCORDANCE WITH 51 ATE AND LOCAL CODES, THE REQUIRED EXISTS IN THE REQUIRED EXITS IN EXISTING BUILDING N11 J5T BE KEPT CLEAR, MAINTAINED, AND PROTECTED. 9 ALL WORK, AND MATERIAL OF THIS PROJECT AND ADJACENT SURFACES SHALL BE PROTECTED FROM DAMAGE INCLUDING I AWNS AND SHRUBS IN THE EVENT OF DAMAGE, THE CONTRACTOR SMALL IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO AREAS DAMAGED DUE TO NEW CONSTRUCTION 511 ALL BE RESTOP,ED TO THE ORIGINAL CONDITION, THE APPROVAL OF THE OWNER AND AT NO ADDITION C05T TO THE OWNER 10 CONTRACTOR TO PROJECT ALL AREAS OF WORK: FROM INCLEMENT WEATHER DURING AND AT THE END OF DAILY WORK OPEFATIONS 11 THE GENERAL CONTRACTOR, SMALL ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG THE 5U8-CONTR.ACTOR,5, EMPLOYEES, AND OTHER PERSONS CARRYING OUT THE CONTRACT ALL CONTRACTORS SHALL NOT PERMIT EMPLOYMENT OF UNIT PERSONS OR PERSONS NOT SKILLED IN THE TASKS ASSIGNLD TO THEM 12 ALL PROJECT WASTE MATERIAL AND RUBBISH TO BE DISPOSED IN CONTAINERS PROVIDED BY THE CONTRACTOR FOR SUBSEQUENT LEGAL OFF-SITE DISPOSAL CONTAINER LOCATION TO BE COORDINATED WITH fHF OWNER OFF-SITE DISPOSAL TO BE ON A REGULAR BA515, GENERAL I ALL CONCRETE WORK SMALL COMPLY WITH AC 1-318 AND CHAPTER 4 OF THE R N Y S , MINIMUM COMPRESSIVE 5TPENG111 OF CONCRFTF SHAI I BE AS Fnl I nWS EASEMENT SLABS AND INTERIOR SLABS ON GRADE X D EXCEPT GARAGE FLOOR SLABS CONTINUOUS COPPER TERMITE 5HEILD BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER z" DIAMETER X 12" LONG ANCHOR BOLTS 1=1 PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS @ 40 DEC MAXIMUM FOR I STORY AND REFERENCE STANDARDS T 23" O/C MAXIMUM FOR 2 STORY FRAMING, 40 P5F 15" O/C MAXIMUM FOR 3 STORY FRAMING ^ '•' 8" MIN. INSTALL BOLTS AT 12' MAXIMUM FROM WOOD FRAME CONSTRUCTION MANUAL, GRADE CORNER5.USE 3" LEIS 2" WA5HER5,TYFICAL G:. FOUNDATION CONSTRUCTION DECKS i=TiiiTr 1995 EDITION IFllr DAMPROOFING OVER WALL GO P5F 8" MINIMUM CAST IN PLACE CONCRETE •'�' FOUNDATION WALL (SEE PLANS) ' 8" X I G" MINIMUM CAST IN PLACE 45 P5F CONCRETE FOOTING WITH 2X4 14 3'-O" MIN. CONTINUOUS KEY, ON VIRGIN DEFLECTION LIMITS: RAFTERS WITH NO BASIC WIND SPEED I20 MPH UNDISTURBED 5OIL. SEE PLANS) UPLIFT 18.1 # STAN DAR WALL CRAWL / CELLAR SPACE -jlCONTINUOUS (2) #4 REINFORCING BARS MINIMUM IN BOTTOM OF FOOTING, 3" MINIMUM SCREED COAT OF CONCRETE (5" SLAB AT CELLAR WITH GXG # 10- 10 W M) 4 MIL. MINIMUM VAPOR BAP.eIER. (G MIL MINIMUM AT CELLAR) TIE DETAIL SCHEMATIC DIAGRAM ONLY - SEE SECTION AND/OR DETAILS CONTINUOUS LOAD PATI! DE51GN DETAILS N.T.S. GENERAL NOTES AND SPECIFICATIONS I ARCHITECT AND/OR HIS ENGINEER OR ASSISTANTS ARE NOT HIRED FOR SUPERVISION, OBSERVATIONS. IN:,LECTION, OR ADMINISTRATION OF THI5 CONSTRUCTION PROJECT IN ANY CAPACITY 2 DO NOT SCALE DRAWING5, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO COMMENCING CONSTRUCTION AND PRIOR TO ORDERING MATERIALS (CONTRACTORS' SITE VISIT 15 MANDATORY) ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT PRIOR TO PROCEEDING WITH WORK, 3 ARCHITECT NOT RESPONSIBLE FOP ANY CHANGES MADE WITHOUT PRIOR WRITTEN NOTIFICATION. 4 CONTRACTOR TO VI RIFT' THE ADEQUECY OF THE EXISTING ELECTRIC POWER FOR, THE INTENDED NEW U5E AND PROVIDE PRICE FOR ADDITIONAL POWER. IF IT 15 FOUND TO BE NECESSARY TO COMPLETER THE REOI IIRED WORK 5 DESIGN CRITERIA- THESE DOCUMENTS HAVE BEEN DESIGNED TO BE IN ACCORDANCE WITH THE AMERICA FOREST 4 PAPER ASSOCIATION (AF t PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE t TWO FAMILY M L DWELL INGS(WF M7 1995 SBC HIGH WIND EDITION, G, CONTRACTOR SHALL VERIFY ALL CONDITION5(EXI5TING AND NEW) COVERING OR AFFECTING THE STRUCTURAL WORK„ OBTAIN ALL DIMENSIONS TO ENSURE THE PROPER STRENGTH, FIT, AND LOCATION OF THE 5T RUCTURAL WORK, REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OF PREVENT THE PROPER EXECUTION AND COMPLETION OF WORK, NOTIFY ARCHITECT OF ALL CHANGES, IN WRITING 7 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS REQUIRED FOR ESTIMATING SITE VISIT MANDATORY) 8 IN ACCORDANCE WITH 51 ATE AND LOCAL CODES, THE REQUIRED EXISTS IN THE REQUIRED EXITS IN EXISTING BUILDING N11 J5T BE KEPT CLEAR, MAINTAINED, AND PROTECTED. 9 ALL WORK, AND MATERIAL OF THIS PROJECT AND ADJACENT SURFACES SHALL BE PROTECTED FROM DAMAGE INCLUDING I AWNS AND SHRUBS IN THE EVENT OF DAMAGE, THE CONTRACTOR SMALL IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO AREAS DAMAGED DUE TO NEW CONSTRUCTION 511 ALL BE RESTOP,ED TO THE ORIGINAL CONDITION, THE APPROVAL OF THE OWNER AND AT NO ADDITION C05T TO THE OWNER 10 CONTRACTOR TO PROJECT ALL AREAS OF WORK: FROM INCLEMENT WEATHER DURING AND AT THE END OF DAILY WORK OPEFATIONS 11 THE GENERAL CONTRACTOR, SMALL ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG THE 5U8-CONTR.ACTOR,5, EMPLOYEES, AND OTHER PERSONS CARRYING OUT THE CONTRACT ALL CONTRACTORS SHALL NOT PERMIT EMPLOYMENT OF UNIT PERSONS OR PERSONS NOT SKILLED IN THE TASKS ASSIGNLD TO THEM 12 ALL PROJECT WASTE MATERIAL AND RUBBISH TO BE DISPOSED IN CONTAINERS PROVIDED BY THE CONTRACTOR FOR SUBSEQUENT LEGAL OFF-SITE DISPOSAL CONTAINER LOCATION TO BE COORDINATED WITH fHF OWNER OFF-SITE DISPOSAL TO BE ON A REGULAR BA515, GENERAL I ALL CONCRETE WORK SMALL COMPLY WITH AC 1-318 AND CHAPTER 4 OF THE R N Y S , MINIMUM COMPRESSIVE 5TPENG111 OF CONCRFTF SHAI I BE AS Fnl I nWS EASEMENT SLABS AND INTERIOR SLABS ON GRADE X D EXCEPT GARAGE FLOOR SLABS SOOc BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER 00011 PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 50011 A. AT 28 DAYS P,5.1 - B CONCRETE SHALL BE ENTRAINED IN ACCORDANCE WITH FOOTNOTE D C CONCRETE SHALL BE AIR ENTRAINED. TOTAL CONTENT SHALL NOT BE LE -95 THAN 5 PERCENT NO MORE THAN 7 PERCENT D MINIMUM CEMENT 0-INTFNT SHALL BE IN ACCORDANCE WITH CODE SECTION PA022 OF THE RCNY5 2 BASED ON A GROUP 1 SOIL CLASSIFICATION ALL FOOTINGS TO BEAR ON VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY CF 3000 POUNDS/ S.F. ( I , TONS) AND IN ALL CASES SHALL BE A MINIMUM OF 3' -0" BELOW GRADE 3. ALL SLABS TO HAVT-'S1 EEL TROWEL FINISH. 4, PROVIDE SHEET MEI AL FLASHING WHERE CONCRETE SLABS ABUT WOOD CONSTRUCTION FLASHING SHALL EXTEND FROM INSIDE FACE 017 FOUNDATION WALL ACROSS TOP OF FOUNDATION WALL, AND UP AT LEAST 4" ABOVE TOP OF SLAB 5 WOOD SILL PLATES TO BE FASTENED 5 NED T O FOUNDATIONS WITH ANCHOR C OR BOLTS SPACED A MAXIMUM OF 4G" G 0 FOR ONE STORY FRAMING AND 23" O.C. FOR TWO STORY FRAMING, BOLTS SMALL BE LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACH PLATE SECTION, BOLTS SHALL BE AT LEAST 12 IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE OR 15" MINIMUM INTO CONCRETE BLOCK, A NUT AND 3 INCH SQUARE WASHER SHALL 5E TIGHTENED ON EACH BOLT TO THE PLATE WOOD SILL PLATES 5HALL_ BE TREATED LUMBER, G PROVIDED 2" Y 4' KEYWAY' ON AI L FOOTINGS TO RECEIVE FOUNDATION, MISC. PROVIDE A G MIL P'OLY'ETHYLENE VAPOR BARRIER UNDER CELLAR CONCRETE SLAB. (OMIT AT GARAGE) 2. GRADE AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM STRUCTURE AND BLEND INTO EXISTING THE GRADE AWAY FROM FOUNDATION WALLS SMALL FALL A MINIMUM OF G INCHES WITHIN THE FIRST 10 FEET, WHERE APPLICABLE (VERIFY IN FIELD). 3 ALL ITEMS REMOVED IN THE COURSE OF CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE CARTED OFF SITE AND LEGALLY DISPOSED OF. 4, AN ACCESS OPENING 1 8 INCHES BY 24 INCHES MINIMUM SMALL BE PROVIDED TO ALL UNDER FLOOR CRAWL SPACES. 1 5 AN ACCESS OPENING 22 INCHES BY 30 INCHES SMALL BE PROVIDED TO ATTIC AREAS IN A READILY ACCESSIBLE LOCATION, G STAIRWAYS AND LANDINGS SMALL HAVE A MINIMUM DIMENSION OF 3G INCHES IN THE DIRECTION OF TRAVEL. STAIRS SHALL NOT BE LESS THAN 3G INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT HANDRAILS SHALL BE MOUNTED AT BETWEEN 34 AND 3C INCHES HEIGHT; MAXIMUM P15ER HEIGHT SMALL BE 8 -114 INCHES; MAXIMUM TREAD DEPTH SHALL BE 9 INCHES 7 PROVIDE 45 MINUTE FIRE RATED INSULATED DOOR ASSEMBLY WITH A SELF-CLOSING DEVICE BETWEEN ALL GARAGE AREA5 AND LIVING SPACE 8, PROVIDE (1) LAYER 5/8" TYPE "X" GYPSUM WALL BOARD ON ALL WALLS AND CEILINGS AT GARAGE, WITH LIVING SPACE BEYOND TO ALL CODE REQUIREMENTS. TYPICAL. 9 ALL BUILDINGS LOCATED IN WIND BORNE DEBRIS REGIONS SMALL BE PROVIDED WITH WOOD STRUCTURAL PANELS TO COVER WINDOW OPENINGS PANELS SHALL BE PRE CUT TO COVER THE GLAZED OPENING WITH ATTACHMENT HARDWARE PROVIDED PANELS TO BL IN MINIMUM ACCORDANCE WITH TABLE P301 2, 1 2 OF THE RCNY5 10 ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS PER SECTION 8308 1 OF THE RCNY5 SMALL BE PROVIDED WITH THE MANUFACTURES LABEL, DESIGNATING THE TYFE AND THICKNESS OF THE GLASS AND THE SAFETY STANDARD WITH WHICH IT COMPLIES I I ,ALL SKYLIGHTS SMALL BE EITHER LAMINATED SAFETY GLASS, FULLY TEMPERED GLASS, OR APPROVED RIGID PLASTICS 12 VINYL SIDING SHALL BE A MINIMUM OF ,035 INCHES THICK AND FASTENED WITH 120 X 1- 1/2" NAILS DIRECTLY INTO 51UD5 13, FLOOR. SHEATHING SHALL BE -/4" THICK, UNLESS OTHEFZW15E NOTED 14 ARCHITECTS SITE FLAN 15 ONLY SCHEMATIC ALL INFORMATION 15 AS INDICATED ON OWNERS SURVEY AND SMALL PREVAIL, 15 WOOD SHIMMING 15 5i RICTL'Y PROHIBITED USE STEEL AND/OR NONSHRINKGROUT ONLY STRUCTURE I ALL LUMBER TO BE DOUG FIR, HEM FIR, OR WESTERN HEMLOCK CONSTRUCTION GRADE NO, 2 Fb= 950 MINIMUM, UNLESS OTHERWISE SPECIFIED. 2 ALL STRUCTURAL STEEL TO BE A5TM A3G DETAILED, FABRICATED, AND ERECTED A5 PER AI5C. 3 FOR CANTILEVERFD FLOOR SECTIONS SOLD BLOCKING SHALL BE PROVIDED AT THE CANTILEVER SUPPORT, 4 ALL BRIDGING TO BE EITHER SOLD OR 18 GAGE CROSS BRIDGING NOT TO EXCEED 8'-0" O.C. MAX, 5, ALL HEADERS TO BE (2) 2"x8" UNLESS OTHERWISE SPECIFIED. S PROVIDE DOUBLE HEADERS AND TR.IMMER5 AT ALL STAIR AND FLOOR OPENINGS AND UNDER, ALL POSTS AND PARTITIONS RUNNING PARALLEL TO SAME, IF JOISTS ARE SEPARATED FOR PIPING, BLOCK SOLID 4 FOOT O.0 MAXIMUM. 7 DOIJBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS, UNDER ALI. BATHROOMS, AND KITCHEN, AND AROUND ALL OPENINGS, 8. ALL STRUCTURAL WOOD TO BE KEPT 2" BACK FROM CHIMNEY. S. FOUNDATION WALL5 TO BE ADEQUATELY BRACED AS REQUIRED UNTIL SUPPORTING FLOORS ARE IN PLACE PREFERRED METHOD, SET ALL FLOOR JOISTS PRIOR TO BACKFILLING 10 FORMWORK TO REMAIN IN PLACE FOR A MINIMUM OF SEVEN DAYS AFTER POUR OR WHEN CERTIFIED. . ALL STEEL FLITCH PLATES TO BE THRU BOLTED WITH Z" MINIMUM DIAMETER. STEEL BOLTS @ I G" O.C. MAXIMUM, STAGGERED, TOP AND BOTTOM OF GIRDER. 12, ALL PRE- MANUFACTURED LUMBER SHALL BE INSTALLED AS PER MANUFACTURES RECOMMENDATIONS AND SPECIFICATIONS, AND DETAILS, TYPICAL, 13. " 51MP50N" TYPE CONNECTORS SHALL BE USED FOR ALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS, (OR APPROVED EQUAL) 14 SCREWS FOR ATTACHING GYPSUM BOARD TO WOOD FRAMING SHALL BE TYPE W OR TYPE 5 AND SHALL PENETRATE WOOD NOT LESS THAN 5/8 INCH AND BE NO MORE THAN 12 INCHES ON CENTER. IF NAILS ARE TO BE USED, NAILS SHALL BE 084 DIAMETER, 1-5/8" LONG, WITH 19/64" HEAD AND SHALL BE DOUBLE NAILED, WITH NAILS BETWEEN 2 AND 2-112" APART AND NO MORE THAN 2' O.0 15 TYPE "X" GYPSUM BOARD FOR, C,'ARAGE CEILINGS BENEATH ALL ADJOINING HABITABLE SPACE 511ALL 5E INSTALLED PERPENDICULAR TO THE CEILING FRAMING AND SHALL BE FASTENED AT MAXIMUM G" O C BY 1-7/8" GD COATED NAILS OR EQUIVALENT DRYWALL SCREWS AIR LEAKAGE I ALL EXTERIOR DOORS AND WINDOWS SMALL BE INSULATED, AND DESIGNED TO LIMIT AIR LEAKAGE INTO O OR OUT OR THE I B I ULD NG ENVELOPE, 2. EXTERIOR JOINTS AROUND WINDOWS AND OR DOOR FRAMES, OPENINGS BETWEEN WALLS AND ROOF/CEILINGS AND BETWEEN V✓ALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SMALL BE CAULKED, GASKETED, WEATHER-STRIPPED, OR OTHERWISE SEALED. 3 FOR ALL ONE AND TWO FAMILY DWELLINGS, MAIN ENTRANCE DOORS SHALL BE INSULATED STEEL DOORS WITH INSULATED GLASS 4 RESIDENTIAL FIREPLACE UNITS SHALL HAVE MINIMAL INFILTRATION LOSSES WITH THE DAMPER IN THE CLOSED POSITION. FIREPLACE UNITS SHALL BE PROVIDED WITH A SOURCE OR COMBUSTION AIR DUCTED FROM THE OUTDOORS, OF SUFFICIENT QUANTITY TO SUPPORT COMBUSTION, THI5 SOURCE SHALL BE EQUIPPED WITH A DAMPER CAPABLE OF BEING FULLY CLOSED 5 ALL WINDOWS TO BE ANDERSEN 400 5ERIE5(U.O N.) WITH INSULATED GLASS AND SCREENS OR EQUAL TYPES AND SIZES AS INDICATED ON DRAWINGS WITH MAXIMUM VALUE OF .33 FOR GLAZED DOORS, WINDOWS AND GLAZED DOORS SHALL BE RATED TO WITHSTAND A MINIMUM DESIGN PRESSURE FOR LOCATION, TYPE, ETC, TO ALL CODE REQUIREMENTS, TYPICAL. 6 PROVIDE MINIMUM G" (U.O,N ) FULL THICK INSULATION IN CEILINGS AND UNHEATED SPACES BELOW, AND IN CANTILEVERED FLOOR AREAS. SEE PLANS FOR SIZES. 7, ALL INSULATION THAT 15 CAPABLE OF ABSORBING WATER SMALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE WINTI R WARM SIDE OF THE INSULATION 8.IN5ULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES, SILL LINES AND �:ORNII LIFE SAFETY I . SMOKE AND CARBON MONOXIDE DETECTORS SMALL BE INSTALLED IN THE FOLLOWING LOCATIONS IN EACH SLEEPING ROOM, OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, ON EACH STORY OF THE DWELLING; INCLUDING BASEMENTS AND CELLARS SMOKE ALARMS 5HALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE DWELLING. ELECTRICAL I ALL NEW ELECTRICAL WORK SMALL BE PERFORMED BY A DULY LICENSED ELECTRICIAN AND BE IN STRICT CONFORMANCE TO THE NATIONAL ELECTRIC CODE, AND ALL OTHER APPLICABLE RULES AND ORDINANCES, ONE DUPLEX OUTLET SHALL BE INSTALLED ON EACH WALL, BUT NOT MORE THAN 1 7-0" O/C BATHROOMS AND ALL WET AREAS SHALL RECEIVE GROUND FAULT INTERUFT OUTLETS LOCATION AND TYPE OF WALL SWITCHES AND LIGHT FIXTURES SMALL BE VERIFIED WITH THE OWNER. SMOKE DETECTORS WITH BATTERY BACKUP SHALL BE SUPPLIED AND INSTALLED IN EACH BEDROOM AND IN THE BASEMENT AND IN ANY OTHER LOCATION REQUIRED BY CODE AND SHALL BE 50 WIRED THAT ANY SHE HEAD ACTIVATED WILL CAUSE ALL HEADS TO SOUND. PLUMBING I ALL PLUMBING WORK SHALL BE PERFORMED BY DULY LICENSED PLUMBERS AND SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL BUILDING CODES ALL NEW FIXTURES SHALL BE TIED INTO EXISTING SANITARY WASTE LINES. ASPHALT ROOF SHINGLE NOTES I ASPHALT SHINGLES SHALL HAVE :,. 1.F -SEAL STRIPS OR BC IN FEI?LOCKINC-, ANIU CCIIPL,' Ib LTH ASTM 0225 OR D34G2. 2 FASTENERS OR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS, ALUMINUM OK PER ROOFING NAILS A L5. M NIMLPd 12 GAGES A H NK.ED WITH A MINIMUM 3/8" DIAMETER HEAD T OF LENGTH O PENETRATE TH GH a " L ROU THE ROOFING MATERIALS AND /a MINIMUM INTO SHEATHING, 3. ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER 4, FOR NORMAL APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN SIX FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 5. CONTINUOUS ICE AND WATER SHIELD MEMBRANE SHALL BE PROVIDED FROM ALL EAVES EDGE TO A POINT AT LEAST 24" INSIDE 1"HE EXTERIOR WALL LINE OF BUILDING, RESIDENTIAL SINGLE FAMILY ROOMS OTHER THAN SLEEPING ROOMS 40 PSP SLEEPING ROOMS 40 P5F' REFERENCE STANDARDS STAIRS 40 P5F RESIDENTIAL CODE OF NEW YORK STATE HANDRAILS 200 # WOOD FRAME CONSTRUCTION MANUAL, ATTICS 20 P5F AMERICAN FOREST AND PAPER ASSOCIATION DECKS 40 P5F 1995 EDITION EXTERIOR BALCONY GO P5F CLIMATE: 1 10 SUFFOLK, 1 3°NASSAU PASSENGER VEHICLE GARAGE 50 PSF DEGREE DAYS: 5750 ROOF 45 P5F (GROUND SNOW LOAD) DEFLECTION LIMITS: RAFTERS WITH NO BASIC WIND SPEED I20 MPH FINISHED CEILING ATTACHED 0180, FLOORS UPLIFT 18.1 # 9XIt B NOTE: THIS PROJECT 15 IN THE HIGH WIND BOURNE DEBRIS AREA AND COMPLIES WITH RCNY5 SECTION 301 .2. 1 .2 AND SECTION RR613 P3013E l „11 fr-�HrnNnCK vAIRCRIJ a CIS u " G" C' PCSIDENTIAL 12 FENIMORE LANE r CII, MFF'CIN 1"'UNIIN('TON NY 11743 ,1IPlI- TFIN "HOME a31 "3684993 rn1 q,11 365-90x3 PROPOSED DETACHED GARAGE AT: NIRRENGARTEN RESIDENCE 750 MAPLE 55 - LAn e SOUTH HOLD, N.Y. TITLE SHEET DATE 1)7)1045 DRAWING NO, A --I SCA11-F DRAWN OF 2 coNT. No.